8
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
326748
TULSA
(04)
RGN
7/16
7/16
7/16
SEB
RGN
AT01
JAMI SHORT
QUANTITIES & NOTES
SUMMARY OF PAY
THE LINEAR FOOT OF TWELVE INCH (12") WIDE TRAFFIC STRIPE.
AND 0 L.F. TRAFFIC STRIPE(MULTI-POLYMER)(YELLOW) AND WILL BE MEASURED BY
QUANTITY SHOWN INCLUDES 8,718 L.F. TRAFFIC STRIPE (MULTI-POLYMER)(WHITE)
STRIPE.
WILL BE MEASURED BY THE LINEAR FOOT OF TWENTY-FOUR INCH (24") WIDE TRAFFIC
QUANTITY SHOWN INCLUDES 508 L.F. TRAFFIC STRIPE (MULTI-POLYMER)(WHITE) AND
SPECIAL PAY QUANTITY NOTES
(SP-1)
(TC-13)
EXISTING CONFLICTING STRIPING.
A PART, OR ALL, OF THIS ITEM IS INTENDED FOR REPLACEMENT OF REMOVED
(TC-14)
QUANTITY SHOWN IS TO BE USED AS FINAL PAVEMENT MARKING.
SEE STANDARD DRAWING PM1-1-(LATEST REVISION). A PART, OR ALL, OF THE
(TC-22)
PAINT OR NON REMOVABLE MARKING TAPE.
AND SYMBOLS, AS SHOWN IN THE PLANS. THESE ITEMS MAY CONSIST OF PLASTIC,
MARKING REMOVAL SHALL INCLUDE THE COST OF REMOVING STRIPE, ARROWS, WORDS
NECESSARY, SHALL BE DETERMINED BY THE ENGINEER. PRICE BID FOR PAVEMENT
AMOUNT SHOWN IS AN APPROXIMATION AND THE ACTUAL AMOUNT OF REMOVAL, IF
(TC-70)
ENGINEER.
THIS ITEM IS AN ESTIMATED QUANTITY TO BE USED AS DEEMED NECESSARY BY THE
(TS-25)
(TS-26)
(TS-27)
(TS-28)
TRAFFIC CONTROL PAY QUANTITY NOTES
TRAFFIC STRIPING PAY QUANTITY NOTES
CONSTRUCTION.
MAY CHANGE AS THE PROJECT'S CONSTRUCTION TRAFFIC CONTROL IS MODIFIED DURING
CONSTRUCTION SEQUENCE FOR THIS PROJECT. THESE ESTIMATED SIGN DAY QUANTITIES
ESTIMATED QUANTITY ONLY, BASED ON THE CURRENT ODOT STANDARDS AND SUGGESTED
THE AMOUNT OF CALENDAR DAYS USED TO COMPUTE THE SIGN DAY PAY ITEMS IS AN
30 CONSTRUCTION CALENDAR DAYS WERE USED TO COMPUTE THE SIGN DAY PAY ITEMS.
HIGHWAY ADMINISTRATION, JANUARY 4, 2010.
GOVERN, APPROVED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
THE 2009 OKLAHOMA ENGLISH STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION
ALL CONSTRUCTION AND MATERIAL REQUIREMENTS SHALL BE IN ACCORDANCE WITH
ITEMS DAMAGED DURING CONSTRUCTION, DELIVERY, OR HANDLING OF THESE ITEMS.
EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. THIS SHALL INCLUDE ANY
CABLE BARRIER EQUIPMENT/ITEMS SHALL BE REPLACED OR REPAIRED AT CONTRACTOR'S
STRIPING, RAISED PAVEMENT MARKERS, GUARDRAIL, ATTENUATORS, SLOPES, SIGNS, OR
ANY DAMAGE CAUSED BY THE CONTRACTOR TO ANY STRUCTURES, ROADWAY SURFACES,
NO PAYMENT WILL BE MADE FOR THE DISPOSAL OF THIS MATERIAL.
OF THE PROJECT AND DISPOSED OF IN AN AREA APPROVED BY THE ENGINEER.
PROPERTY OF THE CONTRACTOR, AND SHALL BE REMOVED FROM THE LIMITS
ALL BROKEN CONCRETE, WASTE MATERIAL, AND DEBRIS SHALL BECOME THE
ALL FIELD MEASUREMENTS PREVAIL ON INSTALLATION AND REMOVAL.
ROAD IN CLOSE PROXIMITY TO THE NEW CONSTRUCTION AS SHOWN ON THE PLANS.
MAINTENANCE OF THROUGH TRAFFIC INCLUDES THE MAINTENANCE OF THE EXISTING
GENERAL CONSTRUCTION NOTES
APPROVAL.
CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIAL SUBMITTED FOR
O.D.O.T. STANDARD SPECIFICATIONS (CURRENT EDITION) SUBSECTION 106.04. THE
THE MANUFACTURER SHALL FURNISH A TYPE 'D' CERITFICATION IN ACCORDANCE WITH
REVISION).
FLUORESCENT SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956 (LATEST
ALL CONSTRUCTION WORK ZONE SIGNS SHALL HAVE FLUORESCENT SHEETING. THE (TC-33)
(TC-52)
IN GOOD WORKING CONDITION, PRIOR TO PLACEMENT ON THE PROJECT.
BY THE OKLAHOMA DEPARTMENT OF TRANSPORTATION, TO ASSURE THAT THEY ARE
TO BE PLACED ON THIS PROJECT SHALL BE SUBJECT TO INSPECTION AND APPROVAL,
ANY USED TRUCK MOUNTED ATTENUATOR OR PORTABLE CHANGEABLE MESSAGE SIGN
(TC-76)
TEMPORARY ROADSIDE HAZARDS.
OF THE ENGINEER ON SHADOW VEHICLES PROTECTING THE WORK AREAS AND
IS TO BE USED WHERE SHOWN IN THE STANDARD DRAWINGS OR AT THE DISCRETION
ITEM
MANDATORY AND OPTIONAL TESTS LISTED IN NCHRP 350, TL-3 CRITERIA. THIS
ANY TRUCK MOUNTED ATTENUATOR USED ON THIS PROJECT SHALL HAVE PASSED ALL
(TC-77)
TRUCKS SHALL ALSO BE EQUIPPED WITH AN ARROW DISPLAY (TYPE B).
HAVING A MINIMUM GROSS WEIGHT RATING OF 15,000 POUNDS. EACH OF THESE
TRUCK MOUNTED ATTENUATORS ARE TO BE INSTALLED ON NON-STATE OWNED TRUCKS
(TC-84)
(TC-85)
http://www.okladot.state.ok.us/traffic/qpl/index.php
SIGNS GO TO THE OKLAHOMA DEPARTMENT OF TRANSPORTATION WEBSITE AT:
LIST OF APPROVED CHANGEABLE MESSAGE SIGNS. FOR A LIST OF THE APPROVED
THESE SIGNS MUST BE ON THE OKLAHOMA DEPARTMENT OF TRANSPORTATION
STRIPE. THIS WILL BE USED AT LOCATION'S 'A', 'B', 'C', 'D' & 'E'.
AND WILL BE MEASURED BY THE LINEAR FOOT OF SIX INCH (6") WIDE TRAFFIC
QUANTITY SHOWN INCLUDES 48,064 L.F. TRAFFIC STRIPE(MULTI-POLYMER)(YELLOW)
BY THE LINEAR FOOT OF SIX INCH (6") WIDE TRAFFIC STRIPE.
AND 6,037 L.F. TRAFFIC STRIPE(MULTI-POLYMER)(BLACK) AND WILL BE MEASURED
QUANTITY SHOWN INCLUDES 67,001 L.F. TRAFFIC STRIPE (MULTI-POLYMER)(WHITE)
THE LINEAR FOOT OF EIGHT INCH (8") WIDE TRAFFIC STRIPE.
AND 0 L.F. TRAFFIC STRIPE(MULTI-POLYMER)(YELLOW) AND WILL BE MEASURED BY
QUANTITY SHOWN INCLUDES 3,864 L.F. TRAFFIC STRIPE (MULTI-POLYMER)(WHITE)
(TC-25)
NON-DAYLIGHT HOURS.
STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING
ALL SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE 'A' LIGHTS IN THE
COMPLETION OF THE PROJECT.
CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR
INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY
DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE
DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD
ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
CONSTRUCTION PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN
ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
RGN
7/16
7/16
7/16
32674
SEB
RGN
T001
SH-51
JAMI SHORT
TULSA COUNTY 72
44244
64
169
44
14.4423.24
51-72-80
TULSA
BROKENARROW
44
169
51
16 1
36
1
36 31
1 6
E06551
THE CITY OF BROKEN ARROW.
MILES TO EAST KENOSHA STREET RAMPS IN
RAMPS , EXTENDING EAST APPROX. 1,74
SH-51-BEGINNING AT NORTH ELM PLACE
SH-51(CS 51-72-80) LOC. 'A'
DEEMED NECESSARY BY THE ENGINEER.
ESTIMATED QUANTITY AND WILL BE USED AS
ENGINEER. THE PAVEMENT MARKING IS AN
BE DETERMINED BY THE DIVISION 8 TRAFFIC
EXACT LOCATION OF PAVEMENT MARKING WILL
LOC. 'A'
STRIPING DETAIL SHEET
TULSA
8
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
RGN
7/16
7/16
7/16
32674
SEB
RGN
T002
SH-51
JAMI SHORT
11
244
444
64
44
75
36 31
36 31
6
36
1
36
51-72-8014.44
23.24
51
TULSA COUNTY 72
3.5 MILES TO SOUTH SHERIDAN RD. & SH-51.
SH-51 EXTENDING SOUTHEAST APPROX.
SH-51 (CS 51-72-80) LOC. 'B'
DEEMED NECESSARY BY THE ENGINEER.
ESTIMATED QUANTITY AND WILL BE USED AS
ENGINEER. THE PAVEMENT MARKING IS AN
BE DETERMINED BY THE DIVISION 8 TRAFFIC
EXACT LOCATION OF PAVEMENT MARKING WILL
LOC. 'B'
STRIPING DETAIL SHEET
TULSA
8
TULSA COUNTY 72
244
444
244-72-09
15.75
25.3575
36 31
6
11
11
T20
N
DEEMED NECESSARY BY THE ENGINEER.
ESTIMATED QUANTITY AND WILL BE USED AS
ENGINEER. THE PAVEMENT MARKING IS AN
BE DETERMINED BY THE DIVISION 8 TRAFFIC
EXACT LOCATION OF PAVEMENT MARKING WILL
OF US-75 & SH-11.
US-412, EXTENDING NORTH TO THE JCT.
US-75 FROM THE JCT. OF US-75 &
244-72-09) LOC. 'C'
SH-51 (CS 75-72-93, 444-72-92,
LOC. 'C'
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
OUTSIDE BORDER IS ON A NON-PRINTING LEVEL
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
RGN
7/16
7/16
7/16
32674
SEB
RGN
T003
SH-51
JAMI SHORT
STRIPING DETAIL SHEET
TULSA
8
TULSA & ROGERS COUNTIES 72 & 66
WAG
ONER C
OU
NTY
C
OU
NTY
OSAGE
C
OU
NTY
OSAGE
44
266
75
11
244
444
64
169
51
4414.47 23.2944-72-78
44-66-364.65 7.48
TULSA
BROKENARROW
44
244
44
169
64
51
75
36 31
1 6
36 31
6
36
1 61
36
1
36 31
1 6
T20
N
11
E065
LOC. 'D'
DEEMED NECESSARY BY THE ENGINEER.
ESTIMATED QUANTITY AND WILL BE USED AS
ENGINEER. THE PAVEMENT MARKING IS AN
BE DETERMINED BY THE DIVISION 8 TRAFFIC
EXACT LOCATION OF PAVEMENT MARKING WILL
R
O
G E R S
167
266 CATOOSA
TIGER
ON SH-66.
AND EXTENDING NORTH APPROX. 0.5 MILES
2.5 MILES TO THE JCT. OF I-44 & SH-66,
161ST E. AVE., EXTENDING EAST APPROX.
I-44-BEGINNING AT JCT. OF I-44 & NORTH
I-44 (CS 44-66-36, 66-66-02) LOC. 'D'
66
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
RGN
7/16
7/16
7/16
32674
SEB
RGN
T004
SH-51
JAMI SHORT
STRIPING DETAIL SHEET
TULSA
8
WAG
ONER C
OU
NTY
MILE TO THE JCT. OF E. 41ST ST.
I-44, EXTENDING SOUTHEAST APPROX. 1
SH-51-BEGINNING AT JCT. OF SH-51 &
SH-51 (CS 51-72-80) LOC. 'E'
TULSA COUNTY 72
DEEMED NECESSARY BY THE ENGINEER.
ESTIMATED QUANTITY AND WILL BE USED AS
ENGINEER. THE PAVEMENT MARKING IS AN
BE DETERMINED BY THE DIVISION 8 TRAFFIC
EXACT LOCATION OF PAVEMENT MARKING WILL
44244
444
64
169
51
44
14.4423.24
51-72-80
TULSA
BROKENARROW
44
51
36 31
1 6
36 31
6
36
16
1
36
1
36 31
1 6
LOC. 'E'
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
RGN
7/16
7/16
7/16
32674
SEB
RGN
T005
SH-51
JAMI SHORT
STRIPING DETAIL SHEET
TULSA
8
NOT TO SCALE
XX
KEY:
SIGN
WORK AREASHADOW VEHICLE
TRUCK MOUNTED ATTENUATOR
PORTABLE MESSAGE SIGN
SWEEPER TRUCK
X
PO
RT
AB
LE
MESS
AG
E SIG
N
750' 750'
AH
EA
D
WO
RK
RO
AD
X
WORK AREAWORK AREA
1000' 1000'
PANEL & R11-2(LANE)
W/ TMA, ARROW SHADOW VEHICLE
1 MILE MAX.
WORK AREA
SWEEPER TRUCK
TRUCKPAVEMENT MARKING
(AH
EA
D)
W20-1
APPROVED BY THE ENGINEER.
FLASHING OR REVOLVING YELLOW LIGHT IS USED AND
MAY BE ELIMINATED IF A VEHICLE WITH AN ACTIVATED
OPERATION, CONSTRUCTION SIGNS AND CHANNELIZING DEVICES
FOR WORK REQUIRING 60 MINUTES OR LESS, OR MOBILE
RAMPS, SEE STANDARD DRAWING TCS7-1-(LATEST REVISION)
FOR SIGN PLACEMENT AT INTERSECTING ROADS OR ON/OFF
WARNING SIGN AND THE WORK SHOULD NOT EXCEED 2 MILES.
STATIONARY SIGNS, THE DISTANCE BETWEEN THE ADVANCE
WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL TO PLACE
IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS
TO TRAFFIC.
WILL TWO TRAFFIC LANES ON THE SAME BRIDGE BE CLOSED
MODIFIED TO MAINTAIN THE FLOW OF TRAFFIC. AT NO TIME
TRAFFIC CONTROL OVER ANY EXISTING BRIDGES SHALL BE
CAPABILITY.
EACH VEHICLE SHALL HAVE TWO-WAY RADIO COMMUNICATION
EDITION.
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST
ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH
ACTUATED FLASHING OR REVOLVING YELLOW LIGHT.
WORK AREA. THIS VEHICLE SHALL BE EQUIPPED WITH AN
FROM THE ROADWAY WHENEVER WORKERS ARE NOT IN THE
IN THE WORK AREA. THIS VEHICLE SHALL BE REMOVED
WORK AREA SHALL BE IN PLACE WHENEVER WORKERS ARE
THE SHADOW VEHICLE SHOWN AT THE BEGINNING OF THE
NOTE 1
NOTE 1
REMOVAL TRUCKPAVEMENT MARKING
X
PO
RT
AB
LE
MESS
AG
E SIG
N
AH
EA
D
WO
RK
RO
AD
X
WORK AREAWORK AREA
1000' 1000'
PANEL & R11-2(LANE)W/ TMA, ARROW
SHADOW VEHICLE
1 MILE MAX.
WORK AREA
SWEEPER TRUCK
TRUCKPAVEMENT MARKING
(AH
EA
D)
W20-1
NOTE 1
REMOVAL TRUCKPAVEMENT MARKING
REMOVAL TRUCKPAVEMENT MARKING
TRUCKPAVEMENT MARKING
EDGELINE REMOVAL
DASH LINE REMOVAL
AH
EA
D
MA
CHIN
ER
Y
RO
AD
W21-3
VE
HIC
LE
SLO
W
MO
VIN
G
W21-4
(1000 FT)
W20-1
1,000'1,000'
AH
EA
D
MA
CHIN
ER
Y
RO
AD
W21-3
VE
HIC
LE
SLO
W
MO
VIN
G
W21-4
(1000 FT)
W20-1
1000 FT
WO
RK
RO
AD
1000 FT
WO
RK
RO
AD
JOB PIECE NO. 32674(04)
Design
Drawn
SHEET NO. T006
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
JAMI SHORTTRAFFIC ENGINEERING
DIVISION 8
TULSA COUNTY/
RGN
RGN
SEB
8/16
8/16
8/16TRAFFIC CONTROL DETAIL
